Impact-resistant cushioning panel

Abstract

This utility model discloses an impact-resistant buffer plate, comprising a plate body and a left plate. The left plate is located on one side of the plate body, and the right plate is located on the other side. The left plate is situated on the upper half of the side wall of the plate body, and the right plate is situated on the lower half of the side wall. A limiting block is provided at the bottom end of the left plate, and a limiting groove is provided at the center of the right plate. The limiting block can be fitted into the limiting groove, and the combined thickness of the left and right plates is equal to the thickness of the plate body. This utility model not only enables the use of reinforcing bars of different shapes at multiple locations to provide structural strength to the plate, facilitating effective buffering and offsetting of external impact forces and flexible splicing and assembly of the plates, but also improves the impact-resistant buffering effect and assembly flexibility.

Description

Technical Field

[0001] This utility model relates to the field of concrete slab technology, specifically to an impact-resistant buffer slab. Background Technology

[0002] Autoclaved aerated concrete (AAC) panels are made primarily from sand / fly ash, cement, lime, and foaming agents, with varying amounts of corrosion-resistant steel mesh added according to performance and structural requirements. The process involves batching, mixing, pouring, inserting reinforcing bars, allowing the panels to stand still, removing the reinforcing bars, cutting, pre-curing, autoclaving, and curing. AAC panels are porous, crystalline products that need to withstand and cushion external impacts. Different designs of the internal steel mesh provide varying degrees of impact cushioning. Traditional steel mesh designs are often flat, resulting in poor impact resistance. Furthermore, traditional AAC panels are inconvenient to assemble. To address these issues, an impact-resistant cushioning panel is proposed.

[0003] For example, the autoclaved aerated concrete (AAC) panel disclosed in the authorization announcement number CN221798890U includes a panel body, a keel frame set on the panel body, and pre-embedded threaded sleeves evenly distributed on the panel body, which are welded to the keel frame.

[0004] While enabling the autoclaved aerated concrete (AAC) panels to be connected via pre-embedded bolts or connectors, allowing for the installation of wall accessories such as slabs and murals, thus effectively expanding their application range, it also retains their advantages of being lightweight, heat-insulating, sound-insulating, and earthquake-resistant. This solves the problem of poor nail-holding strength and difficulty in installing accessories in existing AAC panels, which limits their application range.

[0005] However, this does not solve the problem that existing panels are not conducive to laying steel bars of different shapes in multiple locations to provide structural strength, nor to effectively buffer and offset external impacts, nor to flexible splicing and assembly of the panels, thus affecting the impact buffering effect and assembly flexibility. Utility Model Content

[0006] The purpose of this utility model is to provide an impact-resistant buffer plate to solve the problems mentioned in the background art, such as the inconvenience of laying steel bars of different shapes in multiple locations to provide structural strength to the plate, which is not conducive to good buffering and offsetting of external impact forces and flexible splicing and assembly of the plate, thus affecting the impact-resistant buffering effect and the assembly flexibility.

[0007] To achieve the above objectives, this utility model provides the following technical solution: an impact-resistant buffer plate, comprising a plate body and a left plate, wherein a left plate is provided on one side of the plate body and a right plate is provided on the other side of the plate body, and the left plate is located on the upper half of the side wall of the plate body, and the right plate is located on the lower half of the side wall of the plate body, wherein a limiting block is provided at the bottom end of the left plate, and a limiting groove is provided at the center of the right plate, wherein the limiting block can be fitted into the interior of the limiting groove, and the sum of the thicknesses of the left and right plates is equal to the thickness of the plate body.

[0008] Preferably, the right plate has multiple sets of equally spaced annular steel meshes inside, and the annular steel meshes are arranged vertically.

[0009] Preferably, the interior of the left plate is provided with multiple sets of well-shaped steel meshes at equal intervals, and the well-shaped steel meshes are arranged vertically.

[0010] Preferably, the limiting block is provided with a bearing steel mesh inside, and the bearing steel mesh is laid flat in the middle position inside the limiting block.

[0011] Preferably, multiple sets of reinforcing cages with equal spacing are provided at both the upper and lower ends of the supporting reinforcing mesh, and the reinforcing cages are placed symmetrically.

[0012] Preferably, the reinforcing cage is a semi-rhomboid cage design, and each side of the reinforcing cage is equal, with the quadrilateral portion in contact with the plate body.

[0013] Compared with the prior art, the beneficial effects of this utility model are: the plate not only realizes the laying of steel bars of different shapes in multiple positions to provide structural strength for the plate, which facilitates good buffering and offsetting of external impact force and flexible splicing and assembly of the plate, but also improves the effect of impact buffering and the flexibility of assembly.

[0014] Before processing the slab, multiple sets of ring-shaped steel mesh are tied and stacked inside the mold of the right slab, and multiple sets of grid-shaped steel mesh are tied and stacked inside the mold of the left slab. The tips of the steel cages are welded to the supporting steel mesh. The steel cages are stacked symmetrically, one above the other. The combination of the supporting steel mesh and the steel cages is placed inside the mold of the slab body. Then, concrete is poured, and the autoclaved aerated concrete slab is produced through multiple production steps. The ring-shaped steel mesh provides structural strength to the right slab and buffers and offsets the impact force on the right slab. The grid-shaped steel mesh provides structural strength to the left slab and buffers and offsets the impact force on the left slab. When the slab body is subjected to impact force, its impact force... The impact force is transferred to the quadrilateral surface of the reinforcing cage. Because the sides of the reinforcing cage are all equilateral triangular stable structures, the impact force can be buffered and offset. Reinforcing cages are set at both the top and bottom ends of the load-bearing reinforcing mesh, so the impact force can be effectively buffered and offset from both ends, thereby improving the impact buffering performance of the plate itself. When assembling the plate, the left plate can be placed on top of the right plate, and the limiting block can be inserted into the limiting groove to fix the left plate at the top of the right plate, thereby completing the connection between the two sets of plates. This allows for the laying of reinforcing bars of different shapes at multiple positions to provide structural strength for the plate, facilitates effective buffering and offsetting of external impact forces, facilitates flexible splicing and assembly of the plates, and improves the impact buffering effect and assembly flexibility. Attached Figure Description

[0015] Figure 1 This is a three-dimensional structural diagram of the present invention;

[0016] Figure 2 This is a three-dimensional perspective structural diagram of the right plate of this utility model;

[0017] Figure 3 This is a three-dimensional perspective structural diagram of the left plate of this utility model;

[0018] Figure 4 This is a three-dimensional perspective structural diagram of the sheet body of this utility model;

[0019] Figure 5 This is a schematic diagram of the connection structure between the load-bearing steel mesh and the steel cage of this utility model.

[0020] Figure 6 This is a three-dimensional structural diagram of the steel cage of this utility model.

[0021] In the diagram: 1. Panel body; 2. Left panel; 3. Right panel; 4. Limiting block; 5. Limiting groove; 6. Annular steel mesh; 7. Well-shaped steel mesh; 8. Bearing steel mesh; 9. Steel cage. Detailed Implementation

[0022] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0023] In the description of this utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc., indicating the orientation or positional relationship are based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this utility model and simplifying the description, and are not intended to indicate or imply that the device or component referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model.

[0024] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of this utility model, "a plurality of" means two or more, unless otherwise explicitly specified.

[0025] Example 1

[0026] Please see Figure 1-6 An embodiment of this utility model provides: an impact-resistant buffer plate, including a plate body 1 and a left plate 2. The left plate 2 is provided on one side of the plate body 1, and the right plate 3 is provided on the other side of the plate body 1. The left plate 2 is located in the upper half of the side wall of the plate body 1, and the right plate 3 is located in the lower half of the side wall of the plate body 1. A limiting block 4 is provided at the bottom end of the left plate 2, and a limiting groove 5 is provided at the center of the right plate 3. The limiting block 4 can be fitted into the inside of the limiting groove 5, and the thickness of the left plate 2 and the right plate 3 is equal to the thickness of the plate body 1.

[0027] The right plate 3 has multiple sets of equally spaced annular steel mesh 6 inside, and the annular steel mesh 6 is arranged vertically.

[0028] The interior of the left plate 2 is provided with multiple sets of well-shaped steel mesh 7 at equal intervals, and the well-shaped steel mesh 7 is arranged vertically.

[0029] The limiting block 4 is provided with a load-bearing steel mesh 8 inside, and the load-bearing steel mesh 8 is laid flat in the middle position inside the limiting block 4;

[0030] Multiple sets of steel cages 9 with equal spacing are set at both the upper and lower ends of the load-bearing steel mesh 8, and the steel cages 9 are placed symmetrically.

[0031] The reinforcing cage 9 is a semi-rhomboid cage design, and each side of the reinforcing cage 9 is equal, and the quadrilateral part is in contact with the plate body 1;

[0032] Before processing the slab, multiple sets of annular steel mesh 6 are tied and stacked inside the mold of the right slab 3, and multiple sets of well-shaped steel mesh 7 are tied and stacked inside the mold of the left slab 2. The tip of the steel cage 9 is welded to the supporting steel mesh 8. The steel cage 9 is stacked symmetrically from top to bottom. The combination of the supporting steel mesh 8 and the steel cage 9 is placed inside the mold of the slab body 1. Then, concrete is poured and autoclaved aerated concrete slabs are produced through multiple production steps. The annular steel mesh 6 provides structural strength to the right slab 3 and buffers and offsets the impact force received by the right slab 3. The well-shaped steel mesh 7 provides structural strength to the left slab 2 and buffers and offsets the impact force received by the left slab 2. When the slab body 1 is subjected to impact force... The impact force is transmitted to the quadrilateral surface of the reinforcing cage 9. Since the sides of the reinforcing cage 9 are all equilateral triangular stable structures, the impact force can be buffered and offset. The upper and lower ends of the supporting reinforcing mesh 8 are both equipped with reinforcing cages 9, so the impact force can be effectively buffered and offset from the upper and lower ends, thereby improving the impact buffering performance of the plate body 1. When assembling the plate, the left plate 2 can be pressed on the right plate 3, and the limiting block 4 can be inserted into the limiting groove 5 to limit and fix the left plate 2 to the top of the right plate 3, thereby completing the connection between the two sets of plates. This realizes the laying of reinforcing bars of different shapes in multiple positions to provide structural strength for the plate, facilitates the effective buffering and offsetting of external impact forces, facilitates the flexible splicing and assembly of the plates, and improves the impact buffering effect and assembly flexibility.

[0033] Work steps

[0034] Multiple sets of ring-shaped steel mesh 6 are tied and stacked inside the mold of the right plate 3. Multiple sets of well-shaped steel mesh 7 are tied and stacked inside the mold of the left plate 2. The tip of the steel cage 9 is welded to the supporting steel mesh 8. The steel cage 9 is stacked symmetrically from top to bottom. The combination of the supporting steel mesh 8 and the steel cage 9 is placed inside the mold of the plate body 1. Then, concrete is poured and autoclaved aerated concrete (AAC) plates are produced through multiple production steps. The ring-shaped steel mesh 6 provides structural strength to the right plate 3 and buffers and offsets the impact force on the right plate 3. The well-shaped steel mesh 7 provides structural strength to the left plate 2. The impact force on the left plate 2 is buffered and offset. When the plate body 1 is impacted, the impact force is transmitted to the quadrilateral surface of the steel cage 9. Since the sides of the steel cage 9 are all equilateral triangular stable structures, the impact force can be buffered and offset. The upper and lower ends of the supporting steel mesh 8 are equipped with steel cages 9, so the impact force can be effectively buffered and offset from the upper and lower ends to improve the impact resistance and buffering performance of the plate body 1. When assembling the plate, the left plate 2 can be pressed on the right plate 3, and the limiting block 4 can be inserted into the limiting groove 5 to limit and fix the left plate 2 to the top of the right plate 3, thereby completing the connection between the two sets of plates.

[0035] The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. An impact absorbing cushioning panel comprising a panel body and a left panel, characterized by: A left plate is provided on one side of the plate body, and a right plate is provided on the other side of the plate body. The left plate is located in the upper half of the side wall of the plate body, and the right plate is located in the lower half of the side wall of the plate body. A limiting block is provided at the bottom end of the left plate, and a limiting groove is provided at the center of the right plate. The limiting block can be fitted into the limiting groove, and the sum of the thicknesses of the left and right plates is equal to the thickness of the plate body.

2. A shock absorbing cushioning panel according to claim 1, wherein: The right plate has multiple sets of equally spaced annular steel meshes inside, and the annular steel meshes are arranged vertically.

3. A shock absorbing cushioning panel according to claim 1, wherein: The left plate has multiple sets of equally spaced grid-shaped steel mesh inside, and the grid-shaped steel mesh is arranged vertically.

4. The impact-attenuating panel of claim 1, wherein: The limiting block is equipped with a load-bearing steel mesh inside, and the load-bearing steel mesh is laid flat in the middle position inside the limiting block.

5. A shock absorbing cushioning panel according to claim 4, wherein: The upper and lower ends of the load-bearing steel mesh are each provided with multiple sets of steel cages at equal intervals, and the steel cages are placed symmetrically.

6. A shock absorbing cushioning panel according to claim 5, wherein: The steel reinforcement cage is a semi-rhomboid cage design, with each side of the steel reinforcement cage being equal, and the quadrilateral part contacting the plate body.

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